Abstract: In this direction, in the present study an effort has been carried out to optimize the section based on the bending moment diagram and made tapered to obtain a suitable utility for a most critical load combination as per IS 800:2007 [table 4]. The conventional structure is costly due to uniform steel sections throughout the member length. In contrast, the tapered section reduces steel consumption by a certain amount. In this study, an optimization of industrial sheds of different spans and geometries is carried out. The load calculations are carried out as per IS 875 parts 1, 2 and 3. The design checks are performed as p er Indian Standard Code IS 800:2007 (LSM). The analysis and design have been carried out using the staad-pro software. The main goal of the study is to achieve the cost-effective frame based on changes in geometry, width, and angle of roof in terms of weight, as well as to investigate the variation in results.

Keywords: Industrial shed, tapered section, hot-rolled section, monoslope roof, pitched roof, butterfly roof.


Downloads: PDF | DOI: 10.17148/IARJSET.2023.10458

How to Cite:

[1] PRITISH J. SHINGALA, VISHAL A. AREKAR, ATUL N. DESAI, "Optimization of Industrial Shed Using Fully Stressed Design Method for Butterfly Roof," International Advanced Research Journal in Science, Engineering and Technology (IARJSET), DOI: 10.17148/IARJSET.2023.10458

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